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Home My WebLink About151 Sam Grange Ct - 239122204010 - 1245-93ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT - EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1245 Please call for final inspection before covering any portion of installed system. OWNER: James M. Richard PHONE: 925-7608 MAILING ADDRESS: P.O. BOX 12075 Clry: Aspen State: CO ZIP: 81612 APPLICANT: PHONE: SYSTEMLOCATION: 0157 Sam Grange Court TAX PARCEL NUMBER: 2391-222-04-010 LICENSED INSTALLER: Lee Rippy LICENSE NO: 28-93 DESIGN ENGINEER OF SYSTEM: ScarrOW & Walker Inc. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 78 3 . 7 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer desip:n. c_---^ ENVIRONMENTAL HEALTH APPROVAL: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLON DEGREES FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY i"YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: S' YES NO ANY ITEM CHECKED _pNOO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: t N isLT(4 0 n Q 1� Q Q �'L {�(�j 0�(� ENVIRONMENTAL HEALTH APPROVAL: DATE: p 1�( l.�G `=y-=-- ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" � ic�Yt�:rye:if:tyCyc��IcYly[yC1Cyc�tYlytY[ytyCycYe:�*y�YC�yc�t:�ryt�l'YcNCytYc:�:cYf:c*4c�c�C��tYcyC:tYC:c�ytytYCY[NC�YC:cYt�:kY[NCYCyt:tytyck PROPERTY OWNER: 'T"g-mom 1;7 12/C07-?� MAILING ADDRESS: P PHONE: 7,Q APPLICANT/CONTACT PERSON: PHONE: TD LICENSED SYSTEMS CONTRACTOR: v PHONE: COMPANY/DBA: ADDRESS: Y�yc�xxc:rvcycx:*�dcycx�+cycyc�vcvcycycvc4cvcvrvc�kycvr�yc7rxYcycYcYrYeyr�rvr��c:evc�x�ve:�:cYrycX��:Ycyr�yrvcx7c;rvcyckyc��ycvcyc�k PERMIT APPLICATION IS FOR: (Y,) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVI UAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lft—, /d h-SPerg Mau7gyq ,,1 V/6--3 Tax Parcel Number: 23571 -ZZZ - 0 `` - 010 Lot Size: /, 4/l �¢{„ Physical Address: 6MV 045117 ,s4-AlE ��/2R�J�E C�'" G,q�2a4�bl3cLc BUILDING TYPE: (Check applicable category) (X)' Residential/Single Family Number of Bedrooms 3 ( ) Residential/Multi-Family' Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) (X.) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require SIGNATURE: �ytkYr�7Y1kYc:�'r X�1k ignvby a R gistered Professional Engineer G /J Date: b -•%� - /',.3 Yc YC Y: �c Yf yc � Yt Yc yc Yc Yt Yc YC YC YC � YC :Y yC ]1 >t YC yc Yc Yt yC Y[ 7r yt Yt yC yt YC YC Yc Yt Yc iC Y: Y[ Yc Y[ :r � YC Yf � AMOUNT PAID: ��Q, �� RECEIPT Y : �O 416 DP.TE CHECK =t: CASHIER: TIME LOG: TRAVEL: PERC: FINAL: COMMUNITY DEVELOPMENT DEPARTMENT (303) 329 730 EAGLE COUNTY, COLORADO October 26, 1993 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 31631 FAX (303) 328.7207 James M. Richard P.O. Box 12075 Aspen, CO 81612 RE: Final of ISDS Permit No.1245-93 Parcel #2391-222-04-010 Property located at: 0157 Sam Grange Ct., El Jebel. This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Tania M. Busch -Weak R.E.H.S. Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 DATE: July 12, 1993 TO: Lee Rippy 350 Cottonwood Silt, CO 81652 ;§ FROM: Eagle County, Environmental Health Division RE: Issuance•of Individual Sewage Disposal System Permit No.: 1245-93 Parcel #: 2391-222-04-010 Property Located at: Lot 10, Aspen Mountain View, 0157 Sam Grange Court, Carbondale Enclosed is your ISDS Permit No. 1245-93 valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental Health is December 1. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle county requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file Building Department, File # 5848 ;0;MMUNITY DEVELOPMENT DEPARTMENT j3031 3:S•5730 EAGLE COUNTY, COLORADO DATE:�n /- / Dear I.S.D.S. Applicant: Your applicat (ISDS) Permit for has been received. :00 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 328•7207 forte an I-zz)ndiv*ual Sewage Disposal System Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee Payment of $200.00 Percolation Test Fee Site Plan Licensed System Contractor (See attached list) Engineer Design Other: If you have any questions please call, 328-8755. When calling or submitting information please reference your ISDS application I�2 Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 C:WP51\DOCS\ISDS\COMPLT.LET BH1192 Nelson Environmental & Wastewater Solutions Ltd E W June 26, 1993 p€s°� °1 S I Z .! �_," �1 0 1 Q, 93 Mr. Lee Rippy EAGLE COUNTY P.O. Box >3,; COMMUNITY DEVELOPMENT New Castle, CO 81647 Subject: Soils Evaluation and Percolation Test for Individual Sewage System Design for a Parcel of Land, Lot 10, Aspen View Acres, located on Grange Way Dear Lee, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to design a septic system for the proposed residence. We conducted this study according to Section VII. of the Colorado Department of Health- Guidelines for Individual Sewage Systems (1988) on Friday, June 25, 1993. We have based our recommendations on the subsurface conditions encountered. Please furnish this letter to the Eagle County Environmental Health Department at your earliest convenience to obtain a permit to construct this individual sewage system. Proposed Construction: The planned residence is approximately 3000 square The lot is approximately Site Conditions: a three bedroom, two bathroom, two-story house with feet. The property is served by subdivision wells. 1 acre in size. The site is a lot on Missouri Heights. The ground surface,. which appears natural in the proposed area of the absorption field, slopes rather gently to the South or Southeast at a 5% grade. There are irrigation ditches in the area, approximately 150 feet below the proposed absorption system. Subsurface Conditions: A soil profile pit, within 15 feet of the proposed absorption area, was excavated to a depth of eight feet. The excavation encountered no ground water. Bedrock was not present within eight feet of the surface of the ground. There were some loose cobbles intermixed with the soil matrix from three feet down. The soil texture was a sandy clay, with some decrease in the clay content with depth. The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The test holes were dug with a backhoe in the location of the proposed absorption field before our arrival at the site, and we completed the excavation by placing a small twelve - inch diameter hole in the bottom of each backhoe pit. Several inches of gravel 1 P.O. Box 6961 Snowmass Village, CO.81615 Office (303) 923.3289 Home (303) 923.2766 placed on the bottom of each hole. The subsoil in which the percolation testing was run, consisted of sandy clay loam, which extended to a depth of fifty seven inches at the bottom of the percolation test pits. This tan soil was well consolidated, and showed little tendency to swell, although some smearing and compaction was observed in the profile pit. Percolation Testing: Percolation testing was performed in the proposed absorption trench area east of the building. Three shallow holes were hand dug to a depth of forty-six to fifty-eight inches. The percolation holes had been excavated earlier and pre- soaked the morning before testing. The water was added approximately four hours before beginning the percolation test. The results of the percolation testing are presented in Table I. These results indicate the sandy clay loam soils have an average percolation rate of 32 minutes per inch and are acceptable for a conventional infiltration design for the on - site sewage system. Limitations: This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so we may reevaluation of our recommendations. If you have questions or if we may be of further assistance, please call the office. Sincerely, Robert F. Nelson President CC: anya Bush -Weak Eagle Cou Jeff Simonsen, P.E. Schmeuser, Gordon, Meyer Reviewed By: Jeff Simonsen, P.E. Schmeuser, Gordon, Meyer Engineering Engineering 2 (303) 945-1004 FAX (303) 945-5948 October 22, 1993 ENGINEERS SURVEYORS SG SCHMUESER _ GORDON MEYER Tania M. Busch -Weak Environmental Health Specialist Eagle County Community Development Department P.O. Box 179 Eagle, CO 81631 RE: Richards ISDS - Lot 10, The Summit, Aspen Mountain View FUing No. 3, Eagle County, Colorado Mmal Inspection of Individual Sewage Disposal System Installation Dear Tania: 1001 Grand Avenue, Suite 2E Glenwood Springs, CO 81601 Schmueser Gordon Meyer provided an on -site inspection on September 28, 1993, of the Richards ISDS installation located at the above -mentioned lot on Aspen Mountain View. Schmueser Gordon Meyer previously prepared an engineered drawing for the installation of this ISDS. The date of said drawings was July 8, 1993 entitled "Richards Residence "Individual Sewage Disposal System", SGM Job #93115. Installation of the system was performed by Lee Rippy Construction of New Castle, Colorado. Based upon our observations in the field, the system appears to have been installed per SGM requirements of the aforementioned engineered plan. A prior investigation on July 24, 1993, confirmed the installation of the components identified in the proposed engineered plan. The final inspection performed on September 28, 1993, confirmed the final backfill of the system and the presence of the air vents (inspection ports) required for the system. Upon your review of this letter, if you have any questions or comments, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. er S. Simonson, P.E. JSS:Iec/93115 Lbw 4 V 1 �CTG7S Ai/IdAr3'R G5 QiRD!'JY RN.Y{R . SGHJLlUESER GORDON JOYM INC ZOOM G&4'vD AVENUE, Sa.ITE i-E GbENT�OOD SPRINGS C0 81601 Glenwood 'Springs Office: (303) 945-1004 FAX-. (303) 946-5948 Aspen Office: (303) 925-6727 . FAX: (303) 925-4157 PROJECT: 154�rz �hlT�1 PROJECT NO; DATE: TO:�'�1i J��j icy/ , jlf —S% FAK: FROM: t A"iazzt fte� J)� Original mailed - COMMENTS! TAW A . I I Original not mailed. SQNFnYI;NTIAI.TTY NOT". This Pacsi- a trausmizion (and/or doo=eaft accompanAng it) may cootam confided" intermatinn belong to the sender wrizich is protected by the engineerlcT' a privtHege. The information is intended only for the use of the iu4Mdaid or entity named above. If you are not the intended ree &04 jon are hereby noffied that any 4rmjosu*, copying, ffafribntinn, or the taking of any action in reliance on the contents of this WormadDa is strictly prohff]-med. If you have received this transmission is error, please immediately z1ofifg us by tcWhone to arrange for return of the documents. Thank you, Total pages (including this page). 3 -- . - Prase call if this amount of pages was. not received. 4I U U1 �� UICyEY�RS (303) 945-1004 M FAX (303) 945-5948 coRaax July 2, 1993 1001 Grand Avenue. Suite 2E Glenwood Springs, CC) 81$01 Mr. Lee Rippy P.O. Box 934 New Castle, CO 91647 RE: Individual Sewage bisposal benign (ISDS), Performance Standard Era Parcel of Land Located on Aspen View Acres Eaaie caunty. CO Dear Lee: Per your request, SGM has evaluated the results of percolation testing performed by Nelson Environmental and Wastewater Solutions, Ltd. Based upon this percolation testing and soils testing performed for the above -mentioned site, we are able to provide a performance standard as to the type of ISDS required for this particular lot. My understanding is that the proposed construction for this lot is a 3-bedroom residence. Based upon a 3-bedroom, residence and conclusions made in the Soils report, we feel a standard type system is appCcable for wastewater disposal on this :particular lot. We have determined that, for a 3- bedroom residence, the peak design flow is 675 gallons per day (gpd). Based upon 30 hours detention (per State of Colorado Health Department node), this warrants the use of a 1000 gallon septic tank for treatment of waste prior to percolation into the native soils. Based upon the 32 rnpi percolation rate derived through soils testing, we have determined the following square footages for subsurface disposal (through percolation): J� 763.7 SF� 992.81 SF 458.22 SF 595.69 SF ��r' 4 (16 `mil 0 With either of the infiltrator options identified above, we would recommend that each infiltrator distribution be equally loaded. a system would require the use of a distribuiao i µ n out. to each individual infiltr r eric ` to addition, each individual infiltrator trench would be required to have the same length. if this not possible, some sort of proportional splltter box (within distribution box) would be required to proportionately load each infiltrator trench according to its proportion of the total absorption area provided. 1. Standard absorption trench (With gravel) 2. Standard absorption bed (with gravel) 3. Standard infiltrator trench (giaveless system) 4. Infiltrator bed (graveless) In addition to the distribution box Just discussed, we would also recommend that each infiltrator lateral be provided and inspection for (and/or) air vent. Based upon our prior discussions, we are assuming that you will be instalCng the infiltrator trench type system according to the square footage noted above. We will be faxing a copy of tfkis letter to Eagle County Environmental Health. We are still waiting, however, for site plan information necessaryto provide a detailed layout and the construction drawing for the ISDS as discussed ill this letter_ v � r ��r a.� iG.Oi7 ;j JUJ if Y.7 .7 if=f0 �7 l7 Dl 11V 1: LO003 July 2, 1993 Mr. Lee Rippy Page 2 Upon review of this letter, if you have any questions or Comments, please do not hesitate to Call. Sincerely, SCHMUESER GORDON MEYER, INC. 4`rutli4itt!! !! I t y j piIN n* - �cv;ti� 26152 ter= ,CCJ J f ay Simonson, P.E. �,�••-•.�•- *+�yti� JSS:IeC 3115 SCHMUESER GORDON MEYM INC- APNBIS30 di '^NI `KOS ffnST air :®I:ST S trir rid SC��ri3�s9�IB'i � zf10[A Dmi R 5 6 9E6g gtg snsn TT.QT PR/An /�.n Parcel #2391-222-04-010, Lot 10, View,-~ t5-7- Same Grange Ct. Richard JOB NO. JOB LOCATION C-) BILL TO DATE STARTED DATE COMPLETED DATE BILLED 1 GUi ' c PAALr' el5t� 000 9 �R'M L-12fa' CO JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISc. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS /, OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 M,p NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. - i WK - _ INDICATES REBAR & CAP FOUND IN PLACE, LS # 20695 EXCEPT WHERE NOTED OTHERWISE 2S.o `7 PROPOSED LANDSCAPED AREA(S) PROPOSED GENERAL GRADING SCHEME c�� • �_ O�rection of �Ia.+�Dr4tn0.9e. ��— + Ica J ' 70 — - C4� — LEGAL DESCRIPTION: J LOT 10, THE SUMMIT, ASPEN MOUNTAIN VIEW FILING 13, EAGLE COUNTY, COLORADO. ,D NOTES: \ 1) ELEVA77ONS SHOWN HEREON ARE BASED ON AN ASSUMED ELEVATION OF 100.00 FEET AT TRAVERSE STA71ON NO. 1, AS SHOWN HEREON. \ 2) CONTOUR INTERVAL EQUALS 2 FEET. \ r 1, THE UNDERSIGNED, BEING .A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF � `� _ COLORADO DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED BY SbRROW AND WALKER, INC. UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE �017CH AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. 151.23' ` \ THIS MAP WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE COMM17MENT AND DOES NOT CONSTITUTE A 777LE SEARCH BY THIS SURVEYOR OR SCARROW AND WALKER, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPA77BILITY WITH ADJOINING PARCELS, OR \ \ EASEMENTS OR ENCUMBRANCES OF %ECOZRDAFFEC71VG THIS PARCEL. E\nWcY. BY ` \ SAMUEL D. PHELPS DATE J COLORADO REGISTERED PROFESSIONAL \ 9p / 1 _ LAND SURVEYOR 127613 X C(�w FOR AND ON �BEHALF OF SCARR A OW & WALKER, INC DATE OF ORIGINAL AL ER71FICA71 N. Y 17, 1993 E { t - t wp to o O co - YI O co .: co G .� ,YI - O v+ U `. a M o � w W ;: 00 c W - o Qi ~ Z c "1 W i G b t W C f I V fk co/I^^ j f - C •VI J f � f I U N s c rn rn 0 rn Q o Dn -ra- co0 V c f w a� O � w t � f O f O q w N nt V p w co w f